CN103410130B - Multi-purpose tunnel arrangement structure - Google Patents
Multi-purpose tunnel arrangement structure Download PDFInfo
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- CN103410130B CN103410130B CN201310351654.4A CN201310351654A CN103410130B CN 103410130 B CN103410130 B CN 103410130B CN 201310351654 A CN201310351654 A CN 201310351654A CN 103410130 B CN103410130 B CN 103410130B
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- lock chamber
- diversion
- chamber body
- flood discharge
- water conservancy
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 67
- 238000011144 upstream manufacturing Methods 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 24
- 238000005516 engineering process Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Excavating Of Shafts Or Tunnels (AREA)
- Revetment (AREA)
Abstract
The invention discloses a tunnel arrangement structure, particularly discloses a multi-purpose tunnel arrangement structure, belongs to the technical field of design and construction of hydraulic and hydro-power engineering buildings and provides the permanence and temporariness combined multi-purpose tunnel arrangement structure used in the hydraulic and hydro-power engineering construction period and in the operation period after engineering construction. The multi-purpose tunnel arrangement structure comprises a tunnel body and a sill-containing lock chamber arranged on the tunnel body, wherein the lock chamber comprises a flow guide lock chamber body and a water diversion and flood discharge lock chamber body which are arranged horizontally and in parallel, and the sill elevation of the water diversion and flood discharge lock chamber body is larger than that of the flow guide lock chamber body.
Description
Technical field
The present invention relates to a kind of tunnel arrangement structure, especially relate to a kind of Multi-purpose tunnel arrangement structure, belong to Hydraulic and Hydro-Power Engineering Building Design technical field of construction.
Background technology
At present in Hydraulic and Hydro-Power Engineering, during riverbed architecture construction, need tunnel and Diversion Tunnel that the current in upper river are caused downstream river course; After riverbed building has been built, for meeting lower storage basin earial drainage or downstream diversion requirement, need again to arrange earial drainage or diversion tunnel, and just discarded after lock under Diversion Tunnel before.Therefore, for making full use of Diversion Tunnel, the emphasis just becoming research is arranged in the combination of earial drainage or diversion tunnel and Diversion Tunnel.The combination of earial drainage or diversion tunnel and Diversion Tunnel, Project Areas main structures can be simplified arrange, construction investment can be saved, but tunnel of different nature combines to be arranged, because operation condition is different, discharge flow is different, presses Diversion Tunnel design completely or by permanent outlet structure escape works design, all can not meet respective requirement.
Summary of the invention
Technical problem to be solved by this invention is: provide one both to may be used for Hydraulic and Hydro-Power Engineering construction period, may be used for again this project construction complete after run time the Multi-purpose tunnel arrangement structure of forever facing combination.
For solving the problems of the technologies described above adopted technical scheme be: a kind of Multi-purpose tunnel arrangement structure, comprise tunnel body and be arranged in the lock chamber body containing end bank on described tunnel body, described lock chamber body comprises the water conservancy diversion lock chamber body and diversion flood discharge lock chamber body that are transversely arranged side by side, and the end bank elevation of described diversion flood discharge lock chamber body is higher than the end bank elevation of described water conservancy diversion lock chamber body.
Be further, correspondingly respectively in institute's diversion flood discharge lock chamber body and water conservancy diversion lock chamber body be provided with diversion flood discharge hole and pod apertures, the area being arranged on the aperture, diversion flood discharge hole in described diversion flood discharge lock chamber body is greater than the area in the pod apertures aperture be arranged in described water conservancy diversion lock chamber body.
Further, in the tunnel body in described lock chamber body downstream, be also provided with a stifled bundle waterwall extended longitudinally, the upstream extremity of described bundle waterwall is connected with the side wall of described pod apertures, the height of water level crossing flowing water preset when its vertical height is not less than overcurrent.
Be further, the base surface being positioned at the tunnel body of described lock chamber body upstream side is made up of horizonal base plate face and slope base surface on its cross section, described horizonal base plate face is longitudinally connected with the Di Kan position of described water conservancy diversion lock chamber body, and described slope base surface is longitudinally connected with the Di Kan position of described diversion flood discharge lock chamber body.
Further, correspondingly respectively in described water conservancy diversion lock chamber body and diversion flood discharge lock chamber body diversion gate and diversion floodgate is furnished with.
Further, described diversion gate comprises water conservancy diversion Emergency Gate and water conservancy diversion Service gate, and described water conservancy diversion Emergency Gate is arranged in the upstream side of described water conservancy diversion Service gate along water (flow) direction; Described diversion floodgate comprises diversion flood discharge Emergency Gate and diversion flood discharge Service gate, and described diversion flood discharge Emergency Gate is arranged in the upstream side of described diversion flood discharge Service gate along water (flow) direction.
Further, described tunnel body and described lock chamber body are concrete structure.
The invention has the beneficial effects as follows: due to be transversely arranged side by side water conservancy diversion lock chamber body and diversion flood discharge lock chamber body at described lock chamber body, and make the end bank elevation of end bank elevation higher than described water conservancy diversion lock chamber body of described diversion flood discharge lock chamber body.Like this, in the construction period of Hydraulic and Hydro-Power Engineering, when needing the diversion carried out compared with low water stage, close and cut stream plugging device in described diversion flood discharge lock chamber body, and make described water conservancy diversion lock chamber body keep Channel Group, current in upper river just can cause in downstream river course by the water conservancy diversion lock chamber body lower through end bank elevation, meet construction requirement and do not affect the construction of engineering; And complete at the construction of this Hydraulic and Hydro-Power Engineering, under water conservancy diversion lock chamber body after lock shutoff, when needing to carry out diversion flood discharge, only need open the plugging device in described diversion flood discharge lock chamber body, namely described tunnel body can again be utilized by the water in upper pond to lower storage basin earial drainage or to downstream diversion, thus realize the water conservancy diversion that same tunnel body both may be used for Hydraulic and Hydro-Power Engineering construction period, may be used for again this project construction complete after run time diversion flood discharge function, realize forever facing combination, reach investment reduction, the object reduced costs.
Accompanying drawing explanation
Fig. 1 is the layout plan of a kind of Multi-purpose tunnel arrangement structure of the present invention;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1;
Fig. 4 is the C-C sectional view of Fig. 1;
Fig. 5 is the D-D sectional view of Fig. 1;
Fig. 6 is the E-E sectional view of Fig. 1.
Be labeled as in figure: tunnel body 1, end bank 2, lock chamber body 3, water conservancy diversion lock chamber body 4, diversion flood discharge lock chamber body 5, diversion flood discharge hole 6, pod apertures 7, bundle waterwall 8, base surface 9, horizonal base plate face 10, slope base surface 11, diversion gate 12, diversion floodgate 13, water conservancy diversion Emergency Gate 14, water conservancy diversion Service gate 15, diversion flood discharge Emergency Gate 16, diversion flood discharge Service gate 17.
Detailed description of the invention
As shown in Figure 1, Figure 2 and be that one provided by the invention both may be used for Hydraulic and Hydro-Power Engineering construction period shown in Fig. 3, may be used for again this project construction complete after run time the Multi-purpose tunnel arrangement structure of forever facing combination.Described way tunnel arrangement structure comprises tunnel body 1 and is arranged in the lock chamber body 3 containing end bank 2 on described tunnel body 1, described lock chamber body 3 comprises the water conservancy diversion lock chamber body 4 and diversion flood discharge lock chamber body 5 that are transversely arranged side by side, and end bank 2 elevation of described diversion flood discharge lock chamber body 5 is higher than end bank 2 elevation of described water conservancy diversion lock chamber body 4.Due to be transversely arranged side by side water conservancy diversion lock chamber body 4 and diversion flood discharge lock chamber body 5 at described lock chamber body 3, and make end bank 2 elevation of end bank 2 elevation higher than described water conservancy diversion lock chamber body 4 of described diversion flood discharge lock chamber body 5.Like this, in the construction period of Hydraulic and Hydro-Power Engineering, when needing the diversion carried out compared with low water stage, close and cut stream plugging device in described diversion flood discharge lock chamber body 5, and make described water conservancy diversion lock chamber body 4 keep Channel Group, current in upper river just can cause in downstream river course by the water conservancy diversion lock chamber body 4 lower through end bank 2 elevation, meet construction requirement and do not affect the construction of engineering; And complete at the construction of this Hydraulic and Hydro-Power Engineering, after the 4 times lock shutoff of water conservancy diversion lock chamber body, when needing to carry out diversion flood discharge, only need open the plugging device in described diversion flood discharge lock chamber body 5, namely described tunnel body 1 can again be utilized by the water in upper pond to lower storage basin earial drainage or to downstream diversion, thus realize the water conservancy diversion that same tunnel body 1 both may be used for Hydraulic and Hydro-Power Engineering construction period, may be used for again this project construction complete after run time diversion flood discharge function, realize forever facing combination, reach investment reduction, the object reduced costs.Aforesaid stream plugging device and the plugging device cut is exactly of the prior artly cut stream and/or the gate of shutoff.
In above-mentioned embodiment, in order to better adapt to water conservancy diversion, diversion flood discharge work to the different requirements of discharge, in conjunction with the feature being provided with diversion flood discharge hole 6 and pod apertures 7 corresponding respectively in institute's diversion flood discharge lock chamber body 5 and water conservancy diversion lock chamber body 4 in existing technology, the area in the aperture, diversion flood discharge hole 6 be arranged in described diversion flood discharge lock chamber body 5 is greater than the area in pod apertures 7 aperture be arranged in described water conservancy diversion lock chamber body 4, with the orifice area requirement of satisfied different discharge.
In above-mentioned embodiment, after described Hydraulic and Hydro-Power Engineering comes into operation, a large amount of silt can be piled up at the upstream side of described lock chamber body 3, affect the diversion flood discharge work of described tunnel body 1.As shown in Figure 4, described silt for the ease of piling up is discharged to downstream, a stifled bundle waterwall 8 extended longitudinally also is provided with in the tunnel body 1 in described lock chamber body 3 downstream, the upstream extremity of described bundle waterwall 8 is connected with the side wall of described pod apertures 7, the height of water level crossing flowing water preset when its vertical height is not less than overcurrent.Like this when needs sand surfing, only the gate need opened in described water conservancy diversion lock chamber body make current by pod apertures 7 described bundle waterwall 8 restraint narrow after become more rapid time can reach the object washing away silt.Simultaneously, for the ease of the accumulation of silt, the base surface 9 of the tunnel body 1 being positioned at described lock chamber body 3 upstream side is made up of horizonal base plate face 10 and slope base surface 11 on its cross section, described horizonal base plate face (10) is longitudinally connected with end bank 2 position of described water conservancy diversion lock chamber body 4, and described slope base surface 11 is longitudinally connected with end bank 2 position of described diversion flood discharge lock chamber body 5.Like this, utilize the passing function of slope base surface 11 just a large amount of silt can be accumulated to the upstream side of described water conservancy diversion lock chamber body 4, thus in running after described Construction for Hydroelectric Project completes, sand washing can be carried out by the gate in irregular unlatching water conservancy diversion lock chamber body 4.
Multi-purpose tunnel arrangement structure described in the application is in order to reduce design and construction cost, as showing of Fig. 5, Fig. 6, also take full advantage of the structure of existing lock chamber body, namely correspondingly respectively in described water conservancy diversion lock chamber body 4 and diversion flood discharge lock chamber body 5 be furnished with diversion gate 12 and diversion floodgate 13; Described diversion gate 12 comprises water conservancy diversion Emergency Gate 14 and water conservancy diversion Service gate 15, and described water conservancy diversion Emergency Gate 14 is arranged in the upstream side of described water conservancy diversion Service gate 15 along water (flow) direction; Described diversion floodgate 13 comprises diversion flood discharge Emergency Gate 16 and diversion flood discharge Service gate 17, and described diversion flood discharge Emergency Gate 16 is arranged in 17 upstream sides of described diversion flood discharge Service gate along water (flow) direction.Meanwhile, described tunnel body 1 and described lock chamber body 3 still adopt concrete structure.
Claims (7)
1. a Multi-purpose tunnel arrangement structure, comprise tunnel body (1) and be arranged in the lock chamber body (3) containing end bank (2) on described tunnel body (1), it is characterized in that: described lock chamber body (3) comprises the water conservancy diversion lock chamber body (4) and diversion flood discharge lock chamber body (5) that are transversely arranged side by side, end bank (2) elevation of described diversion flood discharge lock chamber body (5) is higher than end bank (2) elevation of described water conservancy diversion lock chamber body (4).
2. a kind of Multi-purpose tunnel arrangement structure according to claim 1, it is characterized in that: correspondingly respectively in described diversion flood discharge lock chamber body (5) and water conservancy diversion lock chamber body (4) be provided with diversion flood discharge hole (6) and pod apertures (7), the area being arranged on diversion flood discharge hole (6) aperture in described diversion flood discharge lock chamber body (5) is greater than the area in pod apertures (7) aperture be arranged in described water conservancy diversion lock chamber body (4).
3. a kind of Multi-purpose tunnel arrangement structure according to claim 2, it is characterized in that: in the tunnel body (1) in described lock chamber body (3) downstream, be also provided with a stifled bundle waterwall (8) extended longitudinally, the upstream extremity of described bundle waterwall (8) is connected with the side wall of described pod apertures (7), the height of water level crossing flowing water preset when its vertical height is not less than overcurrent.
4. a kind of Multi-purpose tunnel arrangement structure according to claim 1, it is characterized in that: the base surface (9) being positioned at the tunnel body (1) of described lock chamber body (3) upstream side is made up of horizonal base plate face (10) and slope base surface (11) on its cross section, described horizonal base plate face (10) is longitudinally connected with end bank (2) position of described water conservancy diversion lock chamber body (4), and described slope base surface (11) is longitudinally connected with end bank (2) position of described diversion flood discharge lock chamber body (5).
5. a kind of Multi-purpose tunnel arrangement structure according to any one of Claims 1 to 4, is characterized in that: correspondingly respectively in described water conservancy diversion lock chamber body (4) and diversion flood discharge lock chamber body (5) be furnished with diversion gate (12) and diversion floodgate (13).
6. a kind of Multi-purpose tunnel arrangement structure according to claim 5, it is characterized in that: described diversion gate (12) comprises water conservancy diversion Emergency Gate (14) and water conservancy diversion Service gate (15), described water conservancy diversion Emergency Gate (14) is arranged in the upstream side of described water conservancy diversion Service gate (15) along water (flow) direction; Described diversion floodgate (13) comprises diversion flood discharge Emergency Gate (16) and diversion flood discharge Service gate (17), and described diversion flood discharge Emergency Gate (16) is arranged in the upstream side of described diversion flood discharge Service gate (17) along water (flow) direction.
7. a kind of Multi-purpose tunnel arrangement structure according to claim 5, is characterized in that: described tunnel body (1) and described lock chamber body (3) are concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310351654.4A CN103410130B (en) | 2013-08-13 | 2013-08-13 | Multi-purpose tunnel arrangement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310351654.4A CN103410130B (en) | 2013-08-13 | 2013-08-13 | Multi-purpose tunnel arrangement structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103410130A CN103410130A (en) | 2013-11-27 |
| CN103410130B true CN103410130B (en) | 2015-06-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310351654.4A Active CN103410130B (en) | 2013-08-13 | 2013-08-13 | Multi-purpose tunnel arrangement structure |
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| CN (1) | CN103410130B (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103776324B (en) * | 2014-01-15 | 2015-12-09 | 中国葛洲坝集团国际工程有限公司 | A kind of tunnel bores quick-fried cloth hole speedy lofting positioner and method |
| CN105369784B (en) * | 2015-11-27 | 2018-06-05 | 中国电建集团成都勘测设计研究院有限公司 | Ditch water process scupper structure and ditch water process water discharge method |
| CN105421296A (en) * | 2015-12-29 | 2016-03-23 | 中国电建集团成都勘测设计研究院有限公司 | Drainage tunnel for ditch water treatment and maintaining method |
| CN105735215A (en) * | 2016-04-12 | 2016-07-06 | 中国电建集团成都勘测设计研究院有限公司 | Diversion tunnel structure capable of overhauling lock chamber sections of tunnels |
| CN106759764A (en) * | 2016-11-25 | 2017-05-31 | 杭州河口水利科技有限公司 | A kind of method and system of multi-functional underground floodway |
| CN107338772A (en) * | 2017-08-30 | 2017-11-10 | 中国电建集团成都勘测设计研究院有限公司 | Tunnel flow passage structure for Hydraulic and Hydro-Power Engineering |
| CN109989387B (en) * | 2019-05-06 | 2024-05-24 | 温州市瓯江引水发展有限公司 | Diversion tunnel structure for hydraulic engineering |
| CN110258475A (en) * | 2019-06-04 | 2019-09-20 | 中国电建集团成都勘测设计研究院有限公司 | Hole reconstruction is overhauled as the reconstruction structure in ecological water supply hole |
| CN112064600B (en) * | 2020-08-24 | 2022-07-05 | 中国电建集团华东勘测设计研究院有限公司 | Spillway drainage system combined with diversion tunnel |
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| CN203393688U (en) * | 2013-08-13 | 2014-01-15 | 中国水电顾问集团成都勘测设计研究院有限公司 | Multipurpose tunnel arrangement structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH1150438A (en) * | 1997-08-01 | 1999-02-23 | Nkk Corp | Superplasticization backfilling method of buried substance |
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|---|---|---|---|---|
| CN201943053U (en) * | 2011-01-24 | 2011-08-24 | 中国水电顾问集团华东勘测设计研究院 | Flow-guiding and flood-discharging hole structure |
| CN202181543U (en) * | 2011-07-07 | 2012-04-04 | 中国水电顾问集团华东勘测设计研究院 | Spillway tunnel structure |
| CN202323899U (en) * | 2011-11-15 | 2012-07-11 | 中国水电顾问集团成都勘测设计研究院 | Arrangement structure for underground gate chambers of diversion tunnels |
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| Publication number | Publication date |
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| CN103410130A (en) | 2013-11-27 |
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| CB02 | Change of applicant information |
Address after: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Applicant after: HYDROCHINA CHENGDU ENGINEERING Corp. Address before: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Applicant before: POWERCHINA Chengdu Engineering Corporation Limited |
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Free format text: CORRECT: APPLICANT; FROM: CHENGDU HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF CHINA HYDROPOWER CONSU TO: CHENGDU HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF SPC |
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| CB02 | Change of applicant information |
Address after: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Applicant after: POWERCHINA Chengdu Engineering Co.,Ltd. Address before: The North Qingyang District of Chengdu City, Sichuan Province, No. 610072 Applicant before: HYDROCHINA CHENGDU ENGINEERING Corp. |
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Free format text: CORRECT: APPLICANT; FROM: CHENGDU HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF SPC TO: CHINA POWER GROUP CHENGDU INVESTIGATION DESIGN + RESEARCH INSTITUTE CO., LTD. |
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